聚硅硫酸铝的制备及其絮凝性能

以Na2SiO3·9H2O,Al2（SO4）3·18H2O为原料,加入一定量稳定剂,采用复合法制备出高铝含量且稳定的聚硅硫酸铝（PASS）。研究结果表明：采用磷酸氢二钠与烷基糖苷（质量比为1：1）作为复合稳定剂,在碱化度为1．5～1．8、Ⅳ（A1）：Ⅳ（Si）=1．0～3．0的条件下,合成的PASS絮凝效果最佳;复合稳定剂对废水的COD去除率及浊度去除率影响不大,但能显著改善絮凝产品的稳定性;PASS可用于处理pH范围较宽（pH为6．0—11．0）的工业废水,且处理前后废水pH变化不大;PASS对低温低浊度废水有较好的絮凝效果;在加入量相同的情况下,PASS的絮凝性能明显优于聚合硫酸铝、硫酸铝、聚合硫酸铁,当PASS加入量为40～100恤L／L时,废水浊度去除率达98％以上。     

融合多源时空数据的地下水硫酸盐预测模型

准确预测地下水SO₄ ^2-空间变化趋势对改善地下水质量、提高区域地下水管理水平具有重要意义.以2011、2014、2017和2020年叶尔羌河流域平原区土地覆盖数据、土壤参数数据、数字高程数据等多源时空数据和地下水pH值为特征变量,分析其与地下水SO₄ ^2-浓度的相关性,利用贝叶斯优化算法优化随机森林回归,建立BOA-RFR模型,并基于BOA-RFR模型对特征变量进行重要性分析,对模型预测精度进行评价,最后生成地下水SO₄ ^2-预测图.结果表明,pH值、地面高程（GE）和贡献区荒地（BAR）面积占比作为影响地下水水化学组分的重要参数,与地下水SO₄ ^2-浓度均呈现极显著负相关,对地下水SO₄ ^2-浓度预测的重要度均大于25 %;地统计插值方法作为空间分布预测建模的辅助手段,加入辅助样本后的BOA-RFR模型,地下水SO₄ ^2-浓度预测的R²均大于0.96,且多辅助样本构建模型的RMSE和MAE最大值较少样本模型的最小值分别降低了4.7 %和23.8 %;在地下水SO₄ ^2-浓度预测中,高SO₄ ^2-地下水向叶尔羌河流域平原区东北部富集,且面积呈扩张趋势.     

营养成分对Fe2+生物氧化的影响

在29℃和160 r/min条件下,以广东云浮矿山酸性废水为种源,采用9K培养基,经过富集培养得到氧化亚铁硫杆菌A.f.a。利用分批摇床实验,研究了在A.f.a作用下,溶液初始NH4+-N、PO34--P、Mg2+、Ca2+和Cu2+等基本营养成分对Fe2+生物氧化的影响。结果显示,随着NH4+-N、PO34--P、Ca2+或Cu2+离子浓度增加,Fe2+生物氧化率都先增大后降低,各离子最佳浓度分别为84.8、35.6、2.4和254.5 mg/L;Fe2+生物氧化率随着Mg2+浓度的增加逐渐增大,并趋于稳定,其限制浓度为88.8 mg/L。上述结果可用于控制营养条件促进Fe2+的生物氧化。     

硫酸盐在偶氮染料厌氧生物脱色中的作用

以沼泽红假单胞菌W1为研究对象,考察了厌氧条件下硫酸盐还原对活性黑5(Reactive Black 5,RB5)和直接黄11(Direct Yellow 11,DY11)生物脱色的影响。结果表明,硫酸盐本身对2种染料脱色无明显影响,而硫酸盐的还原产物———硫化物能通过氧化还原介体使2种染料化学脱色,其脱色过程能在3 min内迅速完成。在无介体加入的情况下,硫化物能够通过RB5自身产生的介体加速RB5的脱色;而对于不能产生氧化还原介体的DY11,硫化物对其脱色无明显影响。硫化物经染料氧化后形成的硫单质能够被菌株W1重新转化为硫化物,继续还原染料。     

Solar oxidation and removal of arsenic from water: An experimental study

Arsenic poses a significant threat to both human health and the environment. Arsenic removal through solar oxidation has been investigated in a batch process. Arsenic was artificially added to both deionized and tap water to conduct the experiments. Clean, colorless, transparent, Polyethylene Terephthalate (PET) bottles were used for Solar Oxidation and Removal of Arsenic (SORAS) experiments. Various parameters including concentration of arsenic, iron, and photo-catalyst were varied during the experiments. The maximum arsenic removal efficiency obtained was 94% and 88% for deionized water and tap water respectively when ferrous ammonium sulphate and lemon juice were used. Maximum efficiency of 88% and 82% was obtained for deionized and tap water respectively when locally available ferrous alum and glacial acetic acid were used. The change in volume of the photo-catalyst (lemon juice and glacial acetic acid) also did not affect the SORAS process significantly. Therefore, the recommended volume for the photo-catalyst was 1–2 ml/L. SORAS can very well be used for areas contaminated with arsenic having concentrations less than 100 μg/L.     

EDS analysis of Portland ash cement degradation in an aggressive environment

The behaviour of Portland cement with and without 30% fly ash addition in aggressive solutions was studied. This paper considers the sulphate corrosion of the hardened cement paste. The cement paste test samples were prepared, cured in water for 21 day and then exposed to the influence of aggressive environment (10% (NH₄SO₄ solution). The measurements of several properties were carried out and the results were analyzed.

The image of the surface composition and morphology of the cement paste test samples was made by scanning electron microscopy (SEM). Concentration gradient of sulphate ions in cement paste depth was obtained by energy‐dispersive analysis (EDS).     

CHANGES IN ACID PRECIPITATION-RELATED WATER CHEMISTRY OF LAKES FROM SOUTHWESTERN NEW BRUNSWICK, CANADA, 1986–2001

Between 1986 and 2001, thirty-nine lakes in southwestern New Brunswick in Atlantic Canada were surveyed for acid precipitation-related water quality changes. Most of the study lakes are located on granite bedrock and represent the most acid sensitive lakes in the province. Between 1987 and 1992, hydrogen ion deposition to the lake study area averaged 452 eq ha^–1 yr^–1, compared to 338 eq ha^–1 yr^–1 between 1993 and 2000, a 25% reduction. The lake chemistry data were evaluated by dividing the lakes into four clusters for each survey year based on their acid neutralizing capacity. Twenty percent of the lakes (cluster IV) had an average ANC of 40 eq L^–1or greater and maintained an average pH of greater than 6 over the duration of the study period. A pH of 6 or greater is considered a healthy benchmark for maintaining biodiversity. The remaining 31 lakes (clusters I to III) had an average ANC of less than 40 eq L^–1and maintained an average pH of less than 6. Other lake chemistry changes included a general decline in lake sulphate and colour over the duration of the survey period, followed by more recent improvements in calcium ion, pH and ANC, and notably higher but declining aluminum levels in lower ANC and pH lakes. Nitrate accounted for 37% of the acid deposition to the study area, however it was not detectable in the lakes. Although acid deposition has declined and these lakes are beginning to show signs of acid recovery, 80% of the study lakes remain acid sensitive having little buffering capacity with low calcium, pH and ANC.     

THE EFFECT OF EL NIÑO-RELATED DROUGHT ON THE RECOVERY OF ACIDIFIED LAKES

Although SO₂ emissions and deposition rates havedeclined substantially since the implementation of sulphuremission control programmes in North America [1], recovery(measured as decreases in concentrations) of affected lakes in central Ontario has been much less substantial thananticipated based on the decrease in deposition. The slowrecovery is attributed to the reoxidation and release of storedsulphur in catchments. Reduced sulphur retained in previousyears when sulphur deposition was higher is exposed to air andoxidized during severe droughts, then exported duringsubsequent wet periods. Elevated stream concentrations and export rates occur in the autumns of yearswith prolonged severe droughts, particularly in catchments withextensive wetlands. Drought in our study catchments occurred inyears following strong El Niño events. When the SouthernOscillation Index (SOI) was strongly negative (1976–77, 1982–83,1986–87, 1991–92, 1993–94) the frequency of occurrence ofdrought the following summer in small catchments with shallowoverburden was extremely high. A lakes rate of recovery fromacidification depends upon the amount of excess reduced Sthat has been stored in anoxic zones in the catchment (largely afunction of the extent of wetlands) during years of elevated Sdeposition rates, and the frequency and severity of droughts. Iflong-term changes in global or regional climate alter thefrequency or magnitude of El Niño-related droughts, therecovery of acidified lakes will be affected.     

高氯废水中的化学需氧量测定方法探讨

针对高氯废水化学需氧量的测定方法以及原理作了阐述，最终确定一种最直接、简便、准确的硫酸汞倍数添加法测定CODcr.     

含油乳化废水处理的应用研究

简述了含油乳化废水常用的破乳工艺。以生产润滑油的某调合厂为实例,通过絮凝剂的筛选,采用复合型破乳剂聚合硫酸铝(PAS)作为絮凝剂进行化学破乳工艺试验,设计了破乳、气浮、活性炭吸附处理及附加条件的5种试验。结果表明,聚合硫酸铝与阴离子(非离子)复合型破乳剂能有效地对调合厂含油乳化废水进行破乳,每吨废水分别加500mL的聚合硫酸铝(浓度为10%)和500mL的阴离子PAM(浓度为0.1%),停留时间为5min,即能完成破乳及油水分离过程,废水处理药剂费用为0.25元/t左右,在原水COD2894mg/L时,COD去除率达到96.8%。经处理后的排放废水能够达到国家规定的排放标准。